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BRIDGE 2207,T-912 over OVER WOLF CREEK BRANCH

Map

Coordinates:
+41.25949, -80.02088
41°15'34" N, 80°01'15" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BRIDGE 2207,T-912 over OVER WOLF CREEK BRANCH
Structure number:000000000026312
Old structure number:437231091222070 (from 1992 edition)
Location:JACK ROAD ,WORTH TWP
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:33.1 ft. [10.1 m]
Total length:36.1 ft. [11.0 m]
Roadway width between curbs:17.1 ft. [5.2 m]
Deck width edge-to-edge:17.4 ft. [5.3 m]
Skew angle:99°
Owner:County Highway Agency [02]
Year built:1938
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Open Grating [3]

Latest Available Inspection: September 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:29 [as of 2015]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:61.8 tons [56.2 metric tons]
Inventory rating:37.0 tons [33.6 metric tons]
Sufficiency rating:83.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201583.5FairSatisfactorySatisfactoryGoodFO29
September 201383.5FairSatisfactorySatisfactoryGoodFO71
September 201183.5FairSatisfactorySatisfactoryGoodFO74
September 200991.0FairSatisfactorySatisfactoryGoodFO39
September 200791.0FairSatisfactorySatisfactoryGoodFO80
September 200591.0FairSatisfactorySatisfactoryGoodFO87
September 200391.0FairSatisfactorySatisfactoryGoodFO38
October 200182.7FairSatisfactorySatisfactoryGoodFO23
September 199982.7GoodGoodGoodGoodFO20
June 199783.9GoodGoodGoodGoodFO49
June 199541.7PoorGoodGoodSeriousSD49
April 199369.4FairGoodGoodFairFO32
April 199164.4FairGoodGoodFairFO46

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.203020300
Steel Protective Coatingsq. ft.10,75310,753000
Substructure
Reinforced Concrete Abutmentlinear ft.3939000
Masonry Abutmentlinear ft.2402400
Deck
Open Grid Decksq. ft.530053000
Steel Protective Coatingsq. ft.10,75310,753000
Bearings
Movable Bearingeach70700
Steel Protective Coatingsq. ft.10,75310,753000
Enclosed/Concealed Bearingeach70700
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.6206200
Steel Protective Coatingsq. ft.10,75310,753000